施工组织设计下载简介

内容预览随机截取了部分，仅供参考，下载文档齐全完整

河南省社会主义学院迁建项目网架施工方案(报监理)

3SSX4SSX9SSX10SSX47SSX48SSX85SSX86SSX

123SSX124SSX161SSX162SSX218SSX219SSX269SSX270SSX

275SSX276SSX

抹灰水泥砂浆施工工艺标准.docx注:X代表该方向固定,F代表该方向自由.

S代表该方向弹性支承,弹簧刚度值单位为(kN/mm).

3X0.303Y0.304X0.304Y0.309X0.309Y0.30

10X0.3010Y0.3047X0.3047Y0.3048X0.3048Y0.30

85X0.3085Y0.3086X0.3086Y0.30123X0.30123Y0.30

124X0.30124Y0.30161X0.30161Y0.30162X0.30162Y0.30

218X0.30218Y0.30219X0.30219Y0.30269X0.30269Y0.30

270X0.30270Y0.30275X0.30275Y0.30276X0.30276Y0.30

节点XYZXYZXYZ

401.50013.2000.5251.5007.8000.3901.50015.9000.390

431.5005.2000.2601.50018.4830.2611.50021.0670.132

461.5002.6000.1301.50023.6500.0021.5000.0000.000

584.65010.5000.5254.65013.2000.5254.6507.8000.390

614.65015.9000.3904.6505.2000.2604.65018.4830.261

644.65021.0670.1324.6502.6000.1304.65023.6500.002

797.8007.8000.3907.80015.9000.3907.8005.2000.260

827.80018.4830.2617.80021.0670.1327.8002.6000.130

9710.82513.2000.52510.8257.8000.39010.82515.9000.390

10010.8255.2000.26010.82518.4830.26110.82521.0670.132

10310.8252.6000.13010.82523.6500.00210.8250.0000.000

11513.85010.5000.52513.85013.2000.52513.8507.8000.390

11813.85015.9000.39013.8505.2000.26013.85018.4830.261

12113.85021.0670.13213.8502.6000.13013.85023.6500.002

13616.0507.8000.39016.05015.9000.39016.0505.2000.260

13916.05018.4830.26116.05021.0670.13216.0502.6000.130

15418.25013.2000.52518.2507.8000.39018.25015.9000.390

15718.2505.2000.26018.25018.4830.26118.25021.0670.132

16018.2502.6000.13018.25023.6500.00218.2500.0000.000

17220.46710.5000.52520.46713.2000.52520.4677.8000.390

17520.46715.9000.39020.4675.2000.26020.46718.4830.261

17820.46721.0670.13220.4672.6000.13020.46723.6500.002

19322.6837.8000.39022.68315.9000.39022.6835.2000.260

19622.68318.4830.26122.68321.0670.13222.6832.6000.130

21124.90013.2000.52524.9007.8000.39024.90015.9000.390

21424.9005.2000.26024.90018.4830.26124.90021.0670.132

21724.9002.6000.13024.90023.6500.00224.9000.0000.000

22927.10010.5000.52527.10013.2000.52527.1007.8000.390

23227.10015.9000.39027.1005.2000.26027.10018.4830.261

23527.10021.0670.13227.1002.6000.13027.10023.6500.002

25029.3007.8000.39029.30015.9000.39029.3005.2000.260

25329.30018.4830.26129.30021.0670.13229.3002.6000.130

26831.50013.2000.52531.5007.8000.39031.50015.9000.390

27131.5005.2000.26031.50018.4830.26131.50021.0670.132

27431.5002.6000.13031.50023.6500.00231.5000.0000.000

荷载工况=1Z*****静载*****(kN)

自重=1.3x杆件中心长度重量

01234567890

工况=2Z*****活载*****(kN)

01234567890

工况=3Y*****风载*****(kN)

01234567890

工况=3Z*****风载*****(kN)

01234567890

11.791.781.751.741.741.750.870.88

213.583.573.513.493.493.511.741.75

413.673.653.603.583.583.601.791.80

613.743.683.663.663.681.831.84

813.613.593.593.611.791.81

913.613.603.54

1013.523.523.541.761.77

1113.113.113.063.04

1213.043.061.521.53

1312.622.622.572.562.56

1412.571.281.29

1512.632.632.582.572.572.58

1611.281.29

北京某道路改造施工组织设计方案1712.642.642.592.582.582.591.29

1912.642.642.592.582.582.591.291.30

2112.632.632.582.572.572.581.281.29

2312.622.622.572.562.562.571.281.29

2512.622.572.562.562.571.281.29

JTGT D31-06-2017标准下载2611.311.31

2711.291.281.281.290.640.64